Practice Test: Question Set - 06
1. The concrete work for the following part of the building of specified thickness is measured in square meters
- (A) Root
slabs
- (B) Floors
- (C) Wall
panels
- (D) All
the above
2. The expected out turn of 12 mm plastering with cement mortar is
- (A) 2.5 sq m
- (B) 4.0 sq m
- (C) 6.0 sq m
- (D) 8.0 sq m
3. The total length of a cranked bar through a distance (d) at 45° in case of a beam of effective length L, is
- (A) L +
0.42 d
- (B) L +
(2 × 0.42 d)
- (C) L -
(0.42 d)
- (D) L -
(2 × 0.4 d)
4. The measurement is made for stone work in square metre in case of
- (A) Wall
facing
- (B) Columns,
lintels, copings
- (C) Building
work
- (D) (a)
and (d) of the above
5. Carpet area does not include the area of
- (A) The
walls along with doors and other openings
- (B) Bath
room and lavatory
- (C) Kitchen
and pantry
- (D) All
the above
6. Pick up the correct statement from the following:
- (A) The
incidental expenses of a miscellaneous character which could not be predicted
during preparation of the estimate, is called contingencies
- (B) Additional
supervising staff engaged at work site, is called work charged establishment
- (C) Detailed
specifications specify qualities, quantities and the proportions of materials
to be used for a particular item
- (D) All
the above
7. The cross-sectional area of the embankment of a canal fully in embankment in the given figure is
- (A) ½ (b₁ +
b₂) h
- (B) (b₁ +
b₂) h + sb²
- (C) (b₁ +
b₂) + 2sh²
- (D) 2 [(b₁ +
b₂) (b + sh²)]
8. The correct Prismoidal formula for volume is
- (A) D [first
area + last area + Æ© Even area + 2 Æ© odd areas]
- (B) D/3 [first area + last area + 4 Æ© Even
area + 2 Æ© odd areas]
- (C) D/3 [first area + last area + 2 Æ©
Even area + 4 Æ© odd areas]
- (D) D/6 [first area + last area + 2 ∑
Even area + 4 ∑ odd areas]
9. In case of laying gullies, siphons, intercepting traps, the cost includes
- (A) Setting
and laying
- (B) Bed
concreting
- (C) Connection
to drains
- (D) All of these
10. The inspection pit or chamber is a manhole provided in a base drainage system
- (A) At every
change of direction
- (B) At every
change of gradient
- (C) At every 30
m intervals
- (D) All the
above
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